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HomeMy WebLinkAbout2001 - Valentina Avenue TIONREVISIONSN TRUQ NAPPROVALS REVISIONS APPROVALS REVISIONS APPROVALS A. NO CONSTRUCTION SHALl. BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-923/10/92 BY THE CITY..ENGINEERING DEPARTMENT, THE CITY ENGINEERING DEPARTMENT TRACT BOUNDARY �- -- -- , SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. PROPERTY LINE ---�--�- --- -- •-- ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO RIGHT RTY WAY _..�.�•.. n- THE CITY'S ENGINEERING DEPARTMENT WILL BE REJECTED AND WELL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK AND EXPENSE. APPROVED PLANS TO BE ON CURB JOB SITE AT ALL TIMES OF CONSTRUCTION. BACK OF CURB NOTE: OWITH NEW SEWER INSTALLATIONS: •� PROPERTY LINE PRECAST REINFORCED MANHOLE BASES B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS GUTTER GUTTER LIP SIDEWALK BACK � l -. AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE OF CURB EXISTING SEWER: ::i:i GUTTER FLOW LINE POURED IN PLACE CLASS A CONCRETE -> CITY. ENGINEERING DEPARTMENT. EASEMENT -- -°-- -- WATERPROOF � _ „ MANHOLE BASE PER S.L.O. CO. STANDARDS 0 F EXISTING 1/8 BEND STOPPER 8c CUT EXISTING ROADWAY TO PROVIDE VERTICAL �� C. SOILS TESTS SMALL BE DONE ,IN ACCORDANCE WITH CITY OF ATASCADERO rt � (45«) BACK OF SIDEWALK -r'- RETAINING WALL SEAL ,r- { S,$, DRAWING NO. S--3 1, SURFACES AND SQUARE CORNERS. CUT EDGES STANDARDS AND SPECIFICATIONS SECTION 4.03. ALL TESTS MUST BE DONE 4" MIN DIA. � V� � � -,t / �,�, WILL BE STRAIGHT AND NEAT IN APPEARANCE, „ t: WITHIN 15 DAYS PRIOR TO PLACING MATERIAL, TESTING RESULTS SMALL �--~ PROVIDE MIN 12 BENCH CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL. 2r SLOPE ` L -y_.� __ _ ► FINAL 1 o A / i INTO UNDISTURBED a MINIMUM 2 INCHES z: EXISTING CONTOURS - A GRADE „ ROAD BED (BOTH SIDI=S .•w.. 12 ASPHALT OTHERWISE � ) D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATERIAL PLACED �•, __... _.�.. _ _ AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT, SAID TESTS SHALL BE FINISHED GRADE CONTOURS 4" MIN. DIA., „ � SHELF f MANHOLE FRAME AND T �� MATCH EXISTING. COMPLETED BY A CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY SEWER LATERAL /�-SEDEWALK I�.-12 COVER O CONFORM WATER MAIN ---•---•-8" W /` PLACE 1/2"x36" I SHELF WITH STANDARD DETAIL NO. 608 0, � o o n o o o 0 0 4- o o Q ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL. f P � o p� � rr` � p� zzz � o-, STEEL REBAR SLOPE SHELVES d 0 o o o o p o o j a o C o 4 p a o SANITARY SEWER 8" S WYE SEWER AT END OF / TO DRAIN 0�_ `�o: �° o`> 4o d � �, ; o�> °; ��¢ �� Q o m 4 o �.,., _. MAIN VARIES o o E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95� IN STORM DRAIN -�g -�-Sp., - LATERAL `�- �__.. !.- THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT GAS MAIN G G - - BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE I FIRE WATER F F W 95% RELATI E COMPACTION AND IN THE SIDEWALK SECTIONS SHALL BE COMPACTED TO 90� RELATIVE EXIST. WATER LINE -�--•-g"-�-- W 'SEWER MAIN � � COMPACTION. ���� -# }, PLALJ VIE EXIST. SAN. SEWER ----g"-�-- -•.S MIN. CLASS 2 F. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN EXIST. STORM DRAIN ----�8.----- ==Sp A CITY ENCROACHMENT PERMIT AND PROPERTY LINE 24" AGGREGATE BASE COMPLETED, ARE IN CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE INSPECTION ARE REQUIRED FOR SEWER EXIST. GAS __w___._G---- G SERVICE AND INSTALLATION. ,N_w�_ .--_.•- A.C. PA SEE NOTE BELOW REQUEST OR FINAL INSPECTION, RECORD DRAWINGS ARE TO BE PREPARED AFTER EX, S.S. MANHOLE Q f:• � _ - �' - _ -•' -- PAVEMENT -�'--- SELECT BACKFILL FREE 6 {=;* '" "�` CONCRETE COLLAR CONCERNING TRENCH FROM DEBRIS AND CONSTRUCTION IS COMPLETED, THE CIVIL ENGINEER CERTIFYING THE S.S. MANHOLE S .:-_ w ;:�:;• INSTALL'" IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHALL BE PRESENT WHEN S.S. LATERAL � 5 8' � 3" OR 6" RISER RING IN EASEMENTS. DELETERIOUS MATERIAL. THE FINAL INSPECTION IS MADE. (9 MAXIMUM) MAGNETIC WATER SERVICE Hi TRACER 2 24" PRECAST CONCRETE (TYPICAL) TAPE G. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN WATER VALVE MANHOLE WALLS SMALL BE A ENCROACHMENT PERMIT AND START OF CONSTRUCTION. FIRE HYDRANT ! 0 PRECAST TYPE CONFORMING TO ASTM STANDARD 0478-61T 90% RELATIVE COMPACTION COMPACTED SAND EX. FIRE HYDRANT -•- - FOR CLASS 2 REINFORCED OR APPROVED H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND STREET LIGHT � I�-.. _ CONCRETE PIPE. GRANULAR MATERIAL. FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND GAS LATERAL G CURB & GUTTER � OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR z h o MANHOLES SHALL BE WATERTIGHT LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR UTILITY TRENCH - --------�--�,Ph,CTV--- NOTE: � AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR UTILITY SERVICE MIN. LATERAL SIZE: co SV LATERAL SHALL BE CAST IRON PIPE " „ '� --•�- JOINTS TO BE SET IN A WATERTIGHT LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER PG&E BOX ® OR PVC PIPE ENCASED IN CONCRETE 4 DIA.; MIN. SLOPE o • _• . _ , q,. mr ,,. a " p.•�I.nO.•�lo,Oa•n•I�Pr•a1i F`.a.. «ri . Oar: a •pr,, , 1/4 PER FOOT SEALANT APPROVED BY THE 6 r-\ ., r «.�•>•,,r-\wayr .•„, Q•; FACILITIES AND-FOR PROTECTING THEM DURING CONSTRUCTION, WHEN THE COVER IS LESS THAN 36” cn EXISTING PG&E BOX [� L., CITY ENGINEER. ;•., ,-...,,.,,,,, ,,ti >-,, �: � t OVER THE TOP OF PIPE. OTHERWISE PLACE 1/2"061' _,.. i. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF PG&E ELECTROLIER LATERAL SHALL BE SDR 35 PVC, STEEL REBAR d -:} 6" MIN °�.• �,�.«}. ", MIN 8" MAX =, S MAX CONSTRUCTION. THE CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND PAC BELL PEDESTAL �# AT END OF LEAVE OUT PIPE IN CHANNEL OR PIPE ., .., SERVICE ALERT (U.S.A.) AT 1-800-642.2444 TWO TO TEN DAYS PRIOR TO THE SSMH 0 LATERAL SHALL BE PRECUT BEFORE PLACING oa• li,pa••li•Oa••Iw G,•«,iw a• li p,••li• a'r«li•tin fr ..- r„ ,•\-,, ,, .\ •. ,. .\ -\n.\•\ 6 BELOW FL STARTEXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN � � �,Y`;::,J ,,=>t:� ` : ,, ,• +^ .` .. r , n ♦. r+ •I , SDMN WYE 6" 48>, 6" BASE. « « r� UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE CLEANOUT PRESENT DURING EXCAVATION. MONUMENT !• 1 j8 BEND (45-) SECTIO! .-w- -•- PRECAST REINFORCED MANHOLE BASES "U WITH INFLOW AND OUTFLOW COUPLINGS TOP OF CURB T.C. �� INSTALL CAST IN AT ENGINEERED INVERT, ANGLE, J. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC TOP OF WALL T.W. WATERTIGHT SEAL 1 RADIUS AND SLOPE ELEVATIONS. RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONSTRUCTION AND THE INSPECTION � � Y CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF TOP OF GRATE T.G. SEWER MAIN IF NOT CONNECTED CIT ENCROACHMENT PERMIT AND TOP OF FOOTINGOTES: CONSTRUCTION. T.F.TFTO BUILDING SEWER, T,o INSPECTION ARE REQUIRED FOR «. . . ,.::.« o BROKEN OR CHIPPED RINGS AND CONES TRENCHING IN PUBLIC OR COLONY GRADE BREAK G.B. 1, "S" SHALL BE MARKED ON CURB OVER LATERAL. SHALL NOT BE USED EXCEPT BY APPROVAL GREATEST O.D. DIMENSION ? K. THE OTY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING PUBLIC UTILITY EASEMENT . THE "S" SHALL BE STAMPED INTO NEW CONCRETE rr OF THE ENGINEER. RIGHT-OF-WAYS. 4 P.U.E.PUE , « . ; AT PIPE JOINTSr DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN FLOW LINE FL AND SHALL BE CHISELED INTO EXISTING CONCRETE. .. fY, 3.� PROBLEMS THAT. MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY 3. THE "S" SHALL BE NOT LESS THAN 3" HIGH, 2" WIDE THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY ALERT INVERT INV. AND 3/16" DEEP, 8" MIN, r-, .: RUBBER WATER STOP WITH STAINLESS FINISHED GRADE NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON--ROADWAY TRENCH tz THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM STEEL BAND ATTACHED TO ALL WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH T FINISHED SURFACE FS WATER SERVICE, . IF STRUCTURES ARE TO BE BUILT 60" MIN. FITTINGS TO INSURE WATER TIGHTNESS. OVER THE TRENCH, USE RELATIVE COMPACTIONS SHOWN ON THE TRENCH SECTION ABOVE. CONTRACTOR SHALL REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 24"-32", THEN -. -.. ..- SATISFACTION OF THE INSPECTOR, UP TO SURFACE. S E C TI NNNN A-A r L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND - ACCURATE RECORD OF ALL CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: V,S R.A.L CITY OF ATASCADERO DRAWING PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DRAWING NO. V.S. ENGINEERING DEPARTMENT W NG NC}. THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL BE DESIGNED BY: DESIGNED BY: DESIGNED BY: EN MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE V.S. S.J.S. V S DESIGN ENGINEER, DATE: DATE: T�"`PICAL ��;(����''���^ ���� DATE: 2A27A92 SEWER LATERAL LOCATION 03 � 606 BACKFILL REQUIREMENTS FOR FILE NAM Olt 27 92 , , [�A'TLA NAME: FILE NAME: PRECAST CC�NC RETE MANHOLE LE NAME. TEFF OR SEWER LII M. THE STRUCTURAL SECTION OF PUBLIC STREETS SHALL BE BASED UPON SOILS TESTS TO 03.D WG ATO06•D WG AT7O2.D WG DETERMINE THE R-VALUE OF EXISTING SOIL AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF GENERAL PI E E QQND11IONS EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND A. ALL STATIONING IS BASED ON CENTERLINE OF PIPE ENGINEERING DEPARTMENTS. UNLESS OTHERWISE SHOWN ON PLANS B. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES 0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE TO MARK LOCATIONS AND SHALL POTHOLE ALL UTILITY RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE. CROSSINGS, PRIOR TO STAKING AND PRIOR TO ANY PIPELINE EXCAVATIONS TO ALLOW GRADE REVISIONS IF P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR NECESSITATED BY ACTUAL LOCATIONS. GRADE HE SHALL BRING IT TO THE IMMEDIATE ATTENTION OF THE DESIGN C. CITY ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL e ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, CUT SHEETS TO CHECK GRADES PRIOR TO TRENCHING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE GRADE AND D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY EXCAVATION AND SHALL VERIFY WHETHER OR NOT A STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT AND NEW PAVING SHALL BE JOINED AT THIS POINT, THE STRUCTURAL SECTION DURING EXCAVATION. ....._.._........ UNDERGROUND SERVICE ALERT (USA) 800--642-2444 SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE `F PACIFIC TELEPHONE CO. - MEMBER USA OR 805-543-7888 1- PLACEMENT OF BASE, SOUTHERN CALIFORNIA GAS COMPANY - MEMBER USA OR 805-964-7821 t'a PACIFIC GAS & ELEC. COM. --- MEMBER USA OR 805---434--4429 R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE CHARTER COMMUNICATIONS 805--23$--1397 PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND CITY OF ATASCADERO 805--481-5035 SURVEYOR IN ACCORDANCE WITH CITY STANDARD DRAWING #426 AND AS REQUIRED ATASCADERO MUTUAL WATER CO, 805-488-2428 j c, BY TATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. E. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND r:f S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE RIGHT-OF-WAY THE SITE HAVE BEEN BROUGHT TO SUBGRADE. SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE ` '` PROPERTY OWNER. • , ONS cf) T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY A. ALL SEWER MANHOLE RIMS SHALL BE ADJUSTED TO FINISH �4 � DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR GRADE IN PAVED AREAS AND TO 8" ABOVE FINISH GRADE z IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. IN UNTRAVELED LANDSCAPE AREAS. r �co�a pi B. SANITARY SEWER PIPE SHALL BE PVC : PVC SHALL w p` BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED C U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED � � D CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE JOINT ASSEMBLY. PIPE FITTINGS AND JOINTS SHALL AND COMPLETE RESPONSIBILITY FOR THE CONDITION OF THE JOB SITE DURING BE IN COMFORMANCE WITH THE APPLICABLE REQUIREMENTS ASTM 3034 THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF C. SEWER MANHOLES, DROP MANHOLES, CLEAN-OUTS AND a ��, � o ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SMALL BE MADE TO LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH � ��a �. -��< �ti, P APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING MOORS. THE THE CITY OF ATASCADERO STANDARD DRAWINGS NO. 806, o � 0 4t�o CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE s07, 605 AND 503 RESPECTIVELY, CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT LOCATION BY CENTERLINE STATION AND ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF,THE DEPTH OF ALL SEWER LATERALS AT THE POINT WHERE THEY DESIGN PROFESSIONAL, CROSS THE EASEMENT OR STREET RIGHT-OF-WAY LINE AS Odc; V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC WELL AS MANHOLE AND CLEANOUT LOCATIONS FOR THE � Ve CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRAN5 MANUAL FOR PURPOSE OF PROVIDING THE ENGINEER WITH A BASIS FOR R INY rrayo AS-BUILT DRAWINGS. SEWER LATERALS SHALL BE MARKED, TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND CLEARLY ON THE CURB FACE WITH A STAMPED "S". o SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE •Q,,�,, � ����. GRANTED BY THE CITY ENGINEERING DEPARTMENT. SITE HAVE BEEN BROUGHT TO SUBGRADE AND AFTER Russett : Thcgmpnrg, fTCE`43,D69, x - f»(14 } Ave COMPACTION CERTIFICATION. ' W. CONSTRUCTION GRADE STAKES SMALL BE SET BY A REGISTERED CIVIL ENGINEER F, ALL NEW SEWER MAIN INSTALLATIONS SHALL BE TELEVISED, �cror�, OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA. R Thompson Consulting-- It Engineers These drawings ars based partially or completely on fnformatfon provided t� X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE by others and the accuracy cannot be relied on for any purpose. Prior to a N A ve, POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT, use of the information shown on these drawings for any y purpose independent verification shall be performed. R Thompson Consulting provides no warranty Y. as to the content of these record drawings, (seal) `!� AN EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION V OF THE IMPROVEMENTS SHALL BE REPLACED BY THE CONTRACTOR. VI C M A P Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE NIS LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER APPLICABLE CITY POLICIES AND ORDINANCES, THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN i ..............,. CHECK DOES NOT, THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE � � �, � � � � � � �. DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. �/ N cp E These lens and specifications, and the V ALE1 V TI N A EWL�.#1 EXTENSION CIVIL.� p p N0. BY DATE DESCRIPTION �,. ideas and designs incorporated herein, are - c: instruments of sevice prepared for the NOTES / DETAIL. c� construction of work shown hereon and t .�, shall not be used in whole or in part for any other project without written authority R THtJMP�CJN CONSULTING of R Thompson Consulting. I T ATASCADERO, �'"� f`� ( f� c� ------ 0.C43069 CiVSi. ENGINEERING 4J1 !"1 ! /"`1�\✓l�'1LJ�R�../t �,✓!1. Copyright 0 2000 Russell S. Thompson, R Thompson Consulting, All rights PLANNING SHEET: reserved. Copies of this drawing shall ACCEPTED BY: PROJECT M A N A G E M E NT _ have this notice. 24-01 3/31/04 7400 MORRO ROAD RUSSELL S. THOMPSON R.C.E. 430 9 EXP. 3-31-04 DATE 'so ATASCADERO, CA. 93422 k R DRAWN BY: DESIGNED BY: CI KED BY: SCALE: JOB NUMBER SHEET N0: (805} 462-1375 License Expires Date igned ,, STEVEN B, KAHN, CITY ENGINEER, (RCE 42350, EXP. 3/31/04) DATE: HS KC KC 1" � 20' 01-018 1 OF 2 V f I C wyN ,n_., ....w..Frrrr, i■,airr,r,r..rr, .:.,,.,• ,r REFERENCE S NOTE � LC}CK LO4; U T.., •, °. ,' ,, .'. J, . . M: � INSTALL SEWER LATERAL PER CITY OF ATASCADERO STD. DWG. 603. z ,•� INSTALL SEWER MANHOLE PER C TY OF T S , A A CADERO STD DWG 6 .x . Vi1 Y^ + w' . ' 3 CAL TRENCH DETAIL PER CITY OF ATASCADERO STD. DWG. 702. � fnTYPI ffr`' REVISED ALIGNMENT r,a •,.' ,,. �T� , ,, , s` 2/19/02 - 4 INSTALL SSCO PER CITY OF ATASCADERO STD. [ ^,.- r f� � DWG. 605. , f _, _: R c „ i. 2 r.. , `" rJ,,.,r.,•,. ... • , .. tr .. STA 5+1$STA 4+81 BEGIN VERTICAL CURVEEND VERTICAL CU RVE , _n. woo saw Q woo* 3 3 ,y , Z. , a 0. RIM 820.61 _ G INV IN 813.94 (8"STUB) '2+0 . " :.: :INV OUT 813.74 : 1" r eamb.,Moo on*WSW OMAN 4000 tL f -' 8000 +s / .i' aieM+ .rf/r ,` ` `' "mar �o '�, `.'�.,,�' y ! { .' -� fy 97 ` >. ', / � fryer `"`•+.., s ,� r' 5 ,. ® G, TIE IN TO �""`- •�., (O ;<` EX. 8" STUB c: ' M c� VALENTI A AVE PL._00AN ' M I' p 0 . ' rn fn t. CJ1 fft 0 d 20 4© y 1 INCH = 20 1 p , { t € # ; s s x : f i 840 s g z N SS 3 # I 3 N � g a 4 a d > , r q { s i 1 k ep {p , r { e jk ;.. t r q I d P g 9£ , - i I III834 • i i g : 1 f rn , tt W g < P 832 { r a C3 _ . - � - } , Z . Y { } F . f Wv , /� . _ EXISTING „i OUND AT , s y LYGR y 0q + .... Q830 fr V. 3. a f / s [ r s W S f ( aa i ¢ .: ., y"'^... : k i g gg : "C7 828 yy0 Cnn m E .,., i # 1.41 m 3 , t 4, .. p H , W s s # r z + : g , a 0 N Q - X _ , M , SS, , i � {. �-.r � F= a i St-OP z 824 r^� ._..w a r , � a i f i t _,.,. - , , I F d1 � a -... I � � , , f < , ©rte a (l i g M 3 N, i t . � 3 S _ IIM{ P 4 r3 {� 0 a P 8201 f S d � • � a , t �y ' L'77 • , ORIZ.. 1 � S P R # _ 20 H # 4 { I : t : . I f N 818 *231 VERT. o 1 11 1; i � I , f , x t f s pp 3 d yy F { A , qq i : d �I f : 4 i/A� a > f r ENTINA AVE. PR ; ¢ OF�L , F , f r f � !� S A , S ji(i , F 5 f 3y i , i r : ; x ; : , , r < : � SLOPE=o.507, t I , 81n. _. DIA:PVC .J DA TU U i R F R a A Wifil 81r2.40 F k F n t t1N RusselS, Thompson,RCS43a 3-31-04 Date C-1 .- J Ci O) OO N C:>°o N NC-4N00 as oo 00 as o, as oa 00 co oo 00 no 00 00 ao _. R Thompson Consulting— lvJl Engineers These drawings are based partially or completely an Information provided by others and the accuracy cannot be relied on for any purpose. Prior to 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 _ 5+00use of the Information shown on these drawings for any purpose Independent 5+50 verif/cation shall be performed. R Thompson Consulting provides no warranty as to the content of these record drawings. (Seal) V R E f I J S` I f"V� N S A ..�,� ,,, -~""”"--•• These plans and specifications, and the N0. BY DATE DESCRIPTION VALENTINA SEWER EXTENSION 0� D CIVIL l ideas and designs incorporated herein, are tt�� _0 instruments of sevice prepared for the R IVte4t"d S!, �.� Ali. © d :'Zj* UTILITY PROFILE Mo M c construction of work shown hereon and shall not be used in whale or in part for � any other project without written authority .� of R Thompson Consulting. R THOMPSUN CONSULTING �r ,.NO.C43069 CIVIL ENG1NEERING CI OF ATASCADERO, CA. -4 Copyright 0 2000 Russell S. Thompson, A - R ting. All rights PLANNING SHEET:Thompson ConsulACCEPTED BY: reserved. Copies of this drawing shall PROJECT MANAGEMENT �- - 09-21-01 have this native. 7400 MORRQ ROAD C2.0 RUSSELL S. THOMPSON R.C.E. 43 6 9 EXP. 3-31--04 DATE «,,,, •� 3/31/04 ATASCADERO, CA. 93422 License DRAWN BY: DESIGNED BY: C CKED BY: SCALE: JOB NUMBER SHEET N0: Expires Date Signed STEVEN B, KAHN, CITY ENGINEER, (RCE 42350, EXP. 3/31/04) DATE: (805j 462-1375 : NS KC KC 1 = 20 01--018 2 0F 2 RTC/FILENAME: J;/2Q01/U1—QQ1/DWG/C4N—DOCS/C1,0—GPLN.DWG